scholarly journals Axial compressive behavior of circular UHPC filled high-strength steel tube (UFHST) short columns

2019 ◽  
Author(s):  
Jiangang Wei ◽  
Xia Luo ◽  
Zhichao Lai ◽  
Baochun Chen
Keyword(s):  
High Strength Steel ◽  
High Strength ◽  
Steel Tube ◽  
Compressive Behavior ◽  
Short Columns

Compressive behavior of FRP-confined elliptical concrete-filled high-strength steel tube columns

2021 ◽  
pp. 113808
Author(s):  
Jun-Jie Zeng ◽  
Sheng-Da Liang ◽  
Yong-Long Li ◽  
Yong-Chang Guo ◽  
Guo-Yi Shan
Keyword(s):  
High Strength Steel ◽  
High Strength ◽  
Steel Tube ◽  
Compressive Behavior

Low-Alloy High-Strength Steel for Boiler Tubes (LowC-9Cr-2Mo)

1976 ◽  
Vol 98 (2) ◽  
pp. 173-178 ◽  
Author(s):  
T. Yukitoshi ◽  
K. Nishida ◽  
T. Oda ◽  
T. Daikoku
Keyword(s):  
High Temperature ◽  
High Strength Steel ◽  
Austenitic Stainless Steels ◽  
High Strength ◽  
Strengthening Mechanism ◽  
Steel Tube ◽  
High Temperature Strength ◽  
Low Alloy Steels ◽  
Service Test ◽  
Alloy Steels

High-strength steel tube HCM9M (LowC-9Cr-2Mo) steel, which shows the intermediate high-temperature strength between austenitic stainless steels and commercial low-alloy steels, has been developed. It has superior weldability, workability and oxidation resistivity. At present HCM9M tubes have been in-service test as reheater and superheater tubing at the 165,000 kW boiler in Japan without trouble. This report deals with the practical properties of HCM9M steel, service test experience and high temperature strengthening mechanism of the steel from morphological viewpoint of carbide.

Influence of Lubricants on Advanced High Strength Steel Tubes in Bending Process

2009 ◽  
Author(s):  
Ramakrishna Koganti ◽  
Sergio Angotti ◽  
Isadora van Riemsdijk ◽  
Robert C. Nelson ◽  
Jill Smith
Keyword(s):  
High Strength Steel ◽  
High Strength ◽  
Steel Tube ◽  
Application Site ◽  
Structural Components ◽  
Advanced High Strength Steel ◽  
Steel Tubes ◽  
Automotive Body ◽  
Bending Process ◽  
Lubricant Performance

To reach safety, emissions, and cost objectives, manufacturers of automotive body structural components shape thin gauge, high strength steel tube using a series of manufacturing steps that often include bending, preforming and hydroforming. Challenging grades and bend severity require a sensitive optimization of the tubular bending process. Lubricants play a significant role in establishing a successful bending process. In this study, the performance of two lubricants, Hydrodraw 551 and HFO 20, were investigated for bending Dual Phase 780 (DP780) and High Strength Low Alloy 350 (HSLA350) thin-walled steel tubes. Formability success was evaluated in terms of wrinkling, thinning strain and final geometry. Lubricant performance was found to be sensitive to grade and application site. HFO 20 was found to be a poor choice for bending DP780 tube.

Structural Performance of High Strength Concrete Filled Steel Tube with the Width-to-Thickness Ratio

2013 ◽  
Vol 284-287 ◽  
pp. 1390-1395
Author(s):  
Geon Ho Hong ◽  
Won Ki Kim ◽  
In Rak Choi ◽  
Kyung Soo Chung
Keyword(s):  
High Strength Steel ◽  
Local Buckling ◽  
Tall Buildings ◽  
High Strength ◽  
Steel Tube ◽  
Thickness Ratio ◽  
Maximum Strength ◽  
Structural Performance ◽  
Deformation Capacity ◽  
Concrete Filled Steel Tube

Concrete filled steel tube has been consistently used in tall buildings as it represents excellent structural performance and economical efficiency compared with other structural systems. The use of high strength steel in concrete filled steel tube can reduce the column size and increase the effective space in the buildings. But, the limit of width-to-thickness ratio to prevent local buckling is an obstacle to applying the high strength steel as it considerably decrease following to the strength increase. This paper addresses the effect of steel plate slenderness limit on the compression behavior in 800 MPa Grade steel. Four short column specimens were tested under axial compression. Main test variables were width-to-thickness ratio and shape of section. Test results were analyzed in the viewpoint of local buckling strength, yield strength, maximum strength and plastic deformation capacity of specimens. The experimental results showed that all specimens exceeded the maximum strength of calculated value by design code and represented similar deformation capacity regardless of width-to-thickness ratio. So, the limit of width-to-thickness ratio in high strength steel could be amended less strict.

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